| 钢框架-带缝钢板剪力墙抗震性能的有限元分析 |
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| 引用本文： | 徐松芝,袁朝庆. 钢框架-带缝钢板剪力墙抗震性能的有限元分析[J]. 科学技术与工程, 2009, 9(12) |
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| 作者姓名： | 徐松芝 袁朝庆 |
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| 作者单位： | 大庆石油学院土木建筑工程学院,大庆,163318 |
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| 摘 要： | 对钢框架-带缝钢板剪力墙在EL Centro波、400 cm/s2加速度作用下的内填板厚度对其抗震性能的影响进行了分析.结果表明,内填板的厚度对钢框架-带缝钢板剪力墙的抗震性能有很大影响.随着内填板厚的减少,顶点位移、基底剪力增加,滞回曲线的面积变大.
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| 关 键 词： | 钢框架-带缝钢板剪力墙 厚度 抗震性能 |
Analysis on Seismic Property of Steel Frame-steel Plate Shear Wall with Slit |
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| XU Song-zhi,YUAN Chao-qing. Analysis on Seismic Property of Steel Frame-steel Plate Shear Wall with Slit[J]. Science Technology and Engineering, 2009, 9(12) |
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| Authors: | XU Song-zhi YUAN Chao-qing |
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| Affiliation: | College of Civil Engineering;Daqing Petroleum Institute;Daqing 163318;P.R.China |
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| Abstract: | The finite element analysis on steel frames-steel plate shear wall with slit on the seismicwaves,EL Centro,400 cm/s2 are conducted.The results showed that the thickness of steel plate has a significant impact on seismic performance on the steel frame-steel plate shear wall with slit.With the thickness decreasing,the vertex displacement and base shear increase,and the size of hysteresis curves become larger. |
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| Keywords: | steel frames-steel plate shear wall with slit thickness seismic performance |
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